全文获取类型
收费全文 | 17491篇 |
免费 | 400篇 |
专业分类
公路运输 | 4618篇 |
综合类 | 4989篇 |
水路运输 | 4220篇 |
铁路运输 | 3536篇 |
综合运输 | 528篇 |
出版年
2024年 | 7篇 |
2023年 | 45篇 |
2022年 | 297篇 |
2021年 | 534篇 |
2020年 | 395篇 |
2019年 | 167篇 |
2018年 | 158篇 |
2017年 | 199篇 |
2016年 | 225篇 |
2015年 | 452篇 |
2014年 | 694篇 |
2013年 | 859篇 |
2012年 | 1201篇 |
2011年 | 1312篇 |
2010年 | 1348篇 |
2009年 | 1496篇 |
2008年 | 1391篇 |
2007年 | 1746篇 |
2006年 | 1632篇 |
2005年 | 1188篇 |
2004年 | 363篇 |
2003年 | 310篇 |
2002年 | 278篇 |
2001年 | 363篇 |
2000年 | 311篇 |
1999年 | 174篇 |
1998年 | 110篇 |
1997年 | 89篇 |
1996年 | 107篇 |
1995年 | 80篇 |
1994年 | 77篇 |
1993年 | 65篇 |
1992年 | 54篇 |
1991年 | 45篇 |
1990年 | 35篇 |
1989年 | 38篇 |
1988年 | 17篇 |
1987年 | 11篇 |
1986年 | 9篇 |
1985年 | 3篇 |
1984年 | 4篇 |
1983年 | 1篇 |
1982年 | 1篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
181.
182.
鉴于城市群客流预测在城市群轨道交通规划中的重要性,为提高其预测精度,对城市群客流预测中的分布预测方法进行研究.分析现实能够收集到的资料及城市群交通分布的特点,提出城市群双线分布预测方法.在城市群资料有限的情况下,研究如何得到城市群分布的预测结果;阐述分布预测的计算方法,建立相关的计算模型,对几种常用的分布预测模型进行优缺点及适用性分析. 相似文献
183.
以北京地铁奥运支线起点(熊猫环岛站)区间隧道下穿健安桥的设计与施工为背景,分析浅埋暗挖隧道穿越地面结构物施工如何有效地控制沉降,探讨施工时应注意的关键环节和采取的措施,以此作为今后类似工程施工的依据和借鉴. 相似文献
184.
185.
针对地铁安全门驱动控制器,提出了一种电机控制软件构架。该构架以嵌入式操作系统为基础调度各控制任务,将控制任务分为高优先级任务和低优先级任务。在该控制构架基础上,完成了地铁安全门驱动控制器的软件系统,并在样机上进行了应用测试。试验表明,该电机控制软件构架运行稳定,能有序地调度各控制任务,并具有良好的复用性和扩展性。以该构架为基础开发的驱动控制系统控制精度高,动态响应好,能够满足现场应用的需求。 相似文献
186.
全回转起重船多系统耦合运动响应仿真分析 总被引:1,自引:0,他引:1
根据运动学基本原理,计入船-吊物、船-锚链耦合影响以及起重船自身受到的外环境载荷,建立船舶多系统运动模型。利用MATLAB/Simulink软件进行仿真,对多系统耦合作用下的船舶运动进行数值分析。分别在不同的遭遇浪向角和不同的吊臂回转角下,对船舶在各自由度上的位移进行比较,得到其对船舶运动参数的影响规律。结果表明:起重船运动过程中因计入多系统耦合影响,自身运动也表现出更为符合实际的运动特性,为准确预报全回转起重船多系统的运动响应提供了更为科学的理论依据。 相似文献
187.
188.
Water bursts during tunnel construction endanger construction, and it is therefore necessary to reserve a waterproof dike with the required thickness to avoid water bursts and to take reinforcement of the dike and treatment of the structure liable to trigger a water burst. Using the water burst at K5+398 of the Mingyueshan tunnel of the Shanghai-Chengdu expressway as an example, and considering the type of tunnel section and the upright mudstone of the dike, the waterproof dike at the work face is simplified as a round thin plate. A formula for the calculation of a minimum safety thickness for the critical waterproof dike is deduced by analyzing the force applied on the water-proof dike, and the minimum safety thickness for the water burst section at K5+398 of the Mingyueshan tunnel is cal-culated. The numerical simulation analysis demonstrates the critical thickness of waterproof dike at K5+398 of the Mingyueshan tunnel is 1.4-1.55 m, and the calculated water inflow and water burst basically agree with the actual condition. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
189.
For existing advanced geological forecasting, the forecast distance is short and the test frequency is high, increasing test and construction risks. Since various methods have different requirements for the test environ-ment, preparation work can be tedious and result in a long construction time thereby affecting normal construction.A new advanced geological forecast technique based on multi-source seismic interferometry for tunnels is proposed.This technique uses the blast at one end of tunnel as a centrum and receives the signal at the other end of the tun-nel, therefore allowing advanced geological forecasting of the unexcavated tunnel part by relative processing and im-aging. A numerical simulation of this kind of geological forecasting using the finite difference method to simulate two kinds of unfavorable geological bodies (karst and a fault) predicted them accurately and verified the effective-ness and accuracy of this geological forecasting method. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
190.
The application of prefabricated tunnel technology has been become a new research field both in China and abroad. Based on the running tunnel between Yufuhe station and Wangfuzhuang station of Jinan rail transit line R1, a new prefabricated tunnel construction technology, the PBA method is presented. This paper makes a detailed discussion on section form, supporting scheme and construction process of the PBA method. In this study, 3D a new 3D numerical model for PBA method is presented by finite difference numerical simulation software Flac and the construction processes are modeled. The rule of ground surface settlement, ground deformation and structural stress caused by PBA method is studied in detail. Results show that the structure of PBA method can effectively control the deformation magnitude and scope. Stress concentration appears at the prefabricated connection parts and the reinforcement needs to check. The total assembled structure forms the load-bearing system after the completion of the lateral wall. The built-in depth of the precast pile and pile bottom grouting quality should to be ensured to control the displacement of the precast piles. The results of this study will be a useful reference for similar projects in the future. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献